00" zain IQdocs.google.com/forms Ono one10/ find the bearing stress betweenbolts and plate580 kN80 kNB-bolt DIA. 10 MM80 kN80 kN8-bolt DIA. 10 MM125 MPa12.5 MPa250 MPano one O5/5find the normal stress at left ofint D+...

Given that: Total load on joint, P = 80 kNTotal Number of bolts, n =8Diameter…

Answered: 10/ find the bearing stress between…

10/ find the bearing stress between bolts and plate 80 kN 80 kN B-bolt DIA 10 MM 80 kN 80 kN 6-bolt DIA. 10 MM 125 MPa 12.5 MPa 250 MPa no one 300 mm 2) O- O

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Determine the Net Area for the following Plate Section consider all possible Cases. The Plate…

A: To find net area

Q: 60 b P P 150 100 100 100

Q: Situation 4: A steel plate is 300 mm wide and 15 mm thick with 4 bolts (24mm dia.) cut into the…

Q: Given: Bolt diameter = 20 mm ø Bolt hole diameter = 23 mm ø Plate thickness, t= 25 mm Bolt shear…

A: We will use basic formulas.

Q: BOLTED CONNECTION) If P = 60 kN and the bolts are 6-16 diameter, all distance are in mm the answer…

Q: The A double-channel shape, 2C250× 29.75, of A572 Grade 50 steel is used for a built-up tension…

Q: Calculate the strength of a 20 mm diameter bolt of grade 4.6, for single cover butt joint. The main…

Q: The 10mm x 400mm plate has a steel grade of A36. The diameter of the bolt is 22 mm. The tension…

Q: Determine the design capacity of the given tension member. Assume that the slenderness requirement…

A: Answer We are given L 7 x 7 x 1 (Ag = 13 in2 , x=2.115 in) ASTM A36 (fy = 40 ksi , fu = 60 ksi) Bolt…

Q: Determine the design capacity of the given tension member. Assume that the slenderness requirement…

Q: A 2L 3 x 2 x ¼ LLBB tension double angle, A36 steel is subjected to a dead load of 12 kips and a…

A: For the given double angle member,

Q: The tension member is a PL 12 x 6. It is connected to a 38-inch-thick gusset plate with…

A: The given data is shown below: PL 12×6Thickness of gusset plate=38-inchDiameter of bolts=78-inchA242…

Q: A bolted connection shown consists of two plates 300mm x12mm connected by 4 - 22 mm diameter bolts.…

A: To determine the design strength of the bolted connection due to gross yielding of the plates using…

Q: Determine the design (LRFD) tensile strength (kN) of the angle shown based on fracture on net area.…

Q: The bolted connection shown must support an applied load of P= 2200 kN. The average shear stress in…

A: P=2200kN To find diameter of bolt

Q: In the figure shown, the bolts are 3/4-inch in diameter, and A36 steel is used for all components.…

A: Introduction- Overall shearing capacity of a bolt is the amount of force required to split the bolts…

Q: 2. A 1/2×5 plate of A36 steel is used as a tension member. It is connected to a gusset plate with…

A: Let us analyse the question in step 2.

Q: A flanged bolt coupling consists of 6 - 12 mm - diameter bolts on a bolt circle of 320 mm i…

A: Given data in question Shearing stress Torque Diameter To find out Additional number of bolts…

Q: A bolted connection shown is bolted with a A-325 bolts with an allowable shearing stress of 207 MPa.…

Q: 10/. find the bearing stress between bolts and plate 3 1 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN…

A: Number of bolt =8 Diameter of bolt=10mm Thickness of bolt=8mm

Q: Material Strengths: Fy = 248 MPa, Fu = 400 M Pa For the two lines of bolt holes, the pitch is the…

Q: The connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear…

A: Design strength for tension on gross area=∅Rn For LRFD, ∅Rn=0.75Rn Tension on gross area=Rn=Fy×Ag…

Q: 1. Two plates each with thickness 7=160mm are bolted together with 6-22 mm dia. bolts forming Bolt…

A: Given: t = 16 mm db = 22 mm dbo = 22+2=24 mm s1 = 40 mm, s2 = 80 mm, s3 = 100 mm d = 25 mm fu = 483…

Q: The bolts in the lap joint shown are 22mm in diameter and 25mm diameter holes. The plates are A36…

Q: Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Shear Strength : Shear strength of a structure is the strength of a component or material against…

Q: Determine the failure load of the given tension member based on yielding and rupture only. Use NSCP…

Q: 4. A flanged bolt coupling consists of eight steel 20-mm voIs spaceu evenly around a bolt circle…

Q: Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Shear Rupture : Shear rupture causes due to high shear strength bolts or due to use of plates which…

Q: PROBLEM 2: A bolted connection shown is connected by 20 mm diameter bolts with an edge distance of…

A: Given. Diameter of bolt ,d=20 mm Thickness of plate t=12 mm fu=415 MPa edge distance e= 50 mm…

Q: Prob. No. 4-11 PD PL Length Section (kips) (kips) (ft) 175 26 W12 150 Steel A36 End Connection Two…

Q: See image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both…

Q: Calculate the design (LRFD) block shear rupture strength (kN) of a WT155X39.5, attached through the…

A: Answer Block shear rupture strength of a member using LRFD is given by ϕ.Rn =…

Q: ... A36 (Fy=36ksi; Fu=58ksi) steel is used for the tension member shown. a. Determine the design…

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

Q: Example 5.13 The connection shown in Fig. Ex. 5.13 uses 20 mm diameter 10.9S grade bolts with…

A: Given that :

Q: 6–82. A 5-lb force is applied to the handles of the vise grip. Determine the compressive force…

A: Given:- Applied force = 5 lbs

Q: 5. A bolted lap joint shown in the figure below. The bolts are 20mn in dianeter in 23 mm holes. The…

Q: Two plates each with thickness t= 5 mm are bolted together with 6 - 22 mm diameter bolts forming a…

Q: Governing Ultimate Tensile Capacity based on Yielding of gross section

A: Gross area Ag=11.2 in2Yield stress Fy=50 ksiUltiate stress Fu=65 ksiy¯=3 inLength of weld L=12…

Q: Situation 3: A steel plate is 300 mm wide and 10 mm thick with 4 bolts (22mm dia.) cut into the…

Q: Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm…

Q: Calculate the vaue of b in millimeters. b. Calculate the value of the net area for tension in plates…

A: Tensile stress: - When a body is pulled by applying two equal external forces which is normal to…

Q: Bolt properties: M14 x2 ISO 5.8 (a) Determine a suitable length for the bolt, use preferred size.…

A: The type of bolt, its physical dimensions, thread density, forming material, and tightening…

Q: Plate A, PL 16mm x 375mm, is connected to another plate B with 10- 22 mm o bolts as shown. The steel…

Q: 3. - Bolt lines Selecet a single-angle tension member of A36 steel to resist the following service…

A: "Since there are two methods stated in the question. We will solve the question by the first method.…

Q: A 16 mm thick tension member is connected by two 6.25 mm spliced plates as shown. The tension member…

Q: The connection shown consists of two, grade A307, M16 bolts in standard holes. The bolts are…

Q: Two plates each with thickness t=16mm are bolted together with g-22 mm dia•bolts forming a lap…

A: Given, t = 16mm S1 = 40 mm S2 = 80 mm S3 = 100 mm db = 25 mm Fu = 483 MPa Fy = 345 MPa

Q: • The tension member will be an Am • Length = 17.5 feet. • The web of the channel will be weld • The…

Q: 8. The specialty wrench shown is used for difficult-to-access bolts which have a low torque…

Concept explainers

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

00" zain IQ
docs.google.com/forms O
no one
10/ find the bearing stress between
bolts and plate
5
80 kN
80 kN
B-bolt DIA. 10 MM
80 kN
80 kN
8-bolt DIA. 10 MM
125 MPa
12.5 MPa
250 MPa
no one O
5/5
find the normal stress at left of
int D
+
...

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

0: ll zain IQ docs.google.com/forms O no one 0/10 find the tensile stress in upper plate in section 1-1 5 1 80 kN 80 kN B-bolt DIA. 10 MM 80 kN 80 kN B-bolt DIA. 10 MM 30 MPa O 33 МРа 35 MPa 37 MPa no one + ... 300 mm
11-12. A joint is fastened together using two circular bolts. A single plate carries 40 kN load. What is the actual shear stress if the allowable shear stress is 350 MPa and factor of safety is 2.5? A350 Pa CS with 6.5T5MP C. 140 Pa B. A D. 965 MPa Determine the diameter required using the actual shear stress. B. 8.53 mim C. 12.06 mm A. 13.49 mm D. 19.07 mm
There is a statically indeterminate beam in which the horizontal force at the left and right ends (points A and D) is zero, and the vertical force is shown in the figure below, The flexural stiffness of the beam section is constant El: Try to find the slope (Slope) of point B after deformation.
ج اس. ا. ۲۳% ۳:۷ 385.2 kips 6 نقاط The available tensile strength of plates shown below is .( use A 36 steel * material) 1/4" "I1/4می T1/4" 6" 1½". 3" 1½" O 3/4" bolt 51.32 kip 40.51 kip 46.24 kip 53.53 kip صفحة 3 من 3 إرسال رجوع عدم إرسال كلمات المرور عبر نماذج Go ogle مطلقا. لم يتم إنشاء هذا المحتوى ولا اعتماده من قبل Google. الإبلاغ عن إساءة الاستخدام - شروط الخدمة ۔ ہسياسة الخصوصية
COLUMN IN PROBLEM 4, ASNUMING THE COUMN S LATE RALLY BRACED ABOUT THE Y-y AXIS AUP TURSIONALLY BRACEP AT THE MIDPOINT - REFER To. A6URE 5 REDESIGU THE J Pe = Klo KIPS PL - 420 KIRS BRACED Y- DIRECTOD ONLY Le30ft
Test#1 -zzen-zax AlpQLSdM75VMOVqbMa1WtS9n99RYc6PifeGUTpVBOluyMUUVYQgqqA/formResponse YouTube Replace the three forces which act on the bent bar by a force-couple system at *.the support point A 2100 lb 4' 1500 lb •A B. 30° C. 2' •E. 800 lb 3' oogle
Given: H 8kips K, ZK. 1- 20° R₁ RIGID Find: R K₂ 777 R₂ 20¹ K₁ = K₁₂ = K₂ = 1 KIP/in , R₂, Rs K3 R3
This problem is about replacing the loading system acting on the beam shown below by a resultant force and a couple moment at acting at Point O. Oppfz 350 lb-ft 50pff ∙100th £40016 Determine: a) The resultant couple moment (MRO). Provide the direction of rotation (CW or CCW). b) The component of the resultant force in the x-direction (FRx). Provide the direction of the force. c) The component of the resultant force in the y-direction (FRY). Provide the direction of the force.
DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12 Type EDSM Nomenciature AISC Manual Label C15X50 14.7 3.72 3.52 3.40 15.0 8716 0.799 404 11.0 17 C1SK40 C15X40 118 10.0 150 0520 0.400 0510 0650 0.650 0.501 0.501 0.501 0.778 348 315 C15K339 15.0 120 0.788 .07 C1200 C12X25 C12207 C1200 8.01 7.34 3.17 0.674 162 5.12 C1228 C12207 12.0 3.05 234 0.674 144 445 12.0 0.282 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5
b) Three lona wires, Ctwo bronze and one steel) are equal in lanate and fuppert afe 6715KN at and support mneete rigiel bar o7 iskN ef Comnectedt their bottoms: IF the cross seetion ealeulate a' esch wire is120mm2, of area the stresses in each wire and also the strains in each wire Take F=loukH/mm", Esz200KHlmm²
A flanged bolt coupling consists of 10-19-mm-diameter steel bolts on a bolt circle 500 mm in diameter, and 6-19-mm-diameter steel bolts on a concentric bolt circle 300 mm in diameter. What torque can be applied without exceeding a shearing stress of 73 MPa in the bolts? Answer must be in kN-m. • Previous Next 32°C Li KA 43 F7 Esc T Y] UJ K
ZAO O "l zain IQ docs.google.com/forms O 0/10 find the tensile stress in upper plate in section 1-1 5 1 4 80 kN 80 kN Q B-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 30 MРа 33 МРа 35 MPа 37 MPa no one 10/10 find the tensile stress in upper plate in section 3-3 +